Page 266 - Marks Calculation for Machine Design
P. 266

P1: Shibu
                          January 4, 2005
                                      14:56
        Brown.cls
                 Brown˙C06
                                           STRENGTH OF MACHINES
                  248
                  The boundaries at the vertical line, (σ 1 =−S uc ), and the horizontal line, (σ 2 = S ut ), are
                  permissible by mathematics but are not allowable combinations of (σ 1 ,σ 2 ).
                    The factor-of-safety (n) for this theory is given in Eq. (6.14), which replaces the inequality
                  signs in Eq. (6.13) with equal to signs and are then rearranged to give
                                         σ 1  1       σ 2  1
                                            =    or      =                     (6.14)
                                         S ut  n     −S uc  n
                    The factor-of-safety (n) in either expression of Eq. (6.14) represents how close the com-
                  bination of the principal stresses (σ 1 ,σ 2 ) is to the boundary defined by the theory. A factor-
                  of-safety much greater than 1 means the (σ 1 ,σ 2 ) combination is not only inside the boundary
                  of the theory but far from it. A factor-of-safety equal to (1) means the combination is on
                  the boundary. Any factor-of-safety less than 1 is outside the boundary and represents an
                  unsafe static loading condition.
                  Coulomb-Mohr Theory. The lines connecting the ultimate strength in tension (S ut ) with
                  the ultimate strength in compression (−S uc ), one in the second (II) quadrant and one
                  in the fourth (IV) quadrant, as shown in Fig. 6.11, represent graphically the Coulomb-Mohr
                  theory of static failure. To provide a closed boundary, the vertical and horizontal lines of
                  the maximum-normal-stress theory in the first (I) and third (III) quadrants are used with
                  the Coulomb-Mohr theory. Any combination of the principal stresses (σ 1 ) and (σ 2 ) that
                  are inside this enclosed area is a safe design and any combination outside this area is
                  unsafe.





                                                  s 2

                                                    Maximum-normal-stress
                               Coulomb-Mohr                theory
                                  theory
                                                 S ut


                                                II   I
                                                                      s 1
                               –S uc                      S ut
                                                III  IV


                                                         Coulomb-Mohr
                                                            theory


                                                –S uc
                           Maximum-normal-stress
                                 theory
                         FIGURE 6.11  Coulomb-Mohr theory (brittle).
   261   262   263   264   265   266   267   268   269   270   271